基于中欧规范的轴心受压构件稳定性验算比较  

Comparison of buckling resistance of axially loaded compression members between codes of China and Europe

作　　者：陈春霞[1] 王宇辉 Chen Chunxia;Wang Yuhui(Shanghai Normal University,Shanghai 200000,China)

机构地区：[1]上海师范大学

出　　处：《山西建筑》2019年第12期6-7,共2页Shanxi Architecture

基　　金：上海师范大学骨干教师教学激励计划校级教研团队资助

摘　　要：根据EN 1993-1-1∶2005欧洲钢结构设计规范和中国GB 50017-2003钢结构设计规范,比较了轴心受压构件稳定性验算公式,并通过例题计算,得到两部规范的相同及差异之处,为涉外工程项目设计和管理提供参考。According to European Standard Eurocode3 (EN 1993-1-1∶2005),and China Code for Design of Steel Structures(GB 50017-2003),the equation for buckling resistance of axially loaded compression members was compared. Then the same and different details was found from the example calculation. It provided the reference for the design and management of foreign projects.

关 键 词：欧洲规范 轴心受压构件 稳定性 

分 类 号：TU311.2[建筑科学—结构工程]